|
RESERVED
<br />LO
<br />A
<br />D
<br />I
<br />N
<br />G
<br />
<br />Z
<br />O
<br />N
<br />E
<br />
<br />O
<br />N
<br />L
<br />Y
<br />RE
<br />S
<br />E
<br />R
<br />V
<br />E
<br />D
<br />OC
<br />
<br />4
<br />0
<br />5
<br />
<br />G
<br />U
<br />E
<br />S
<br />T
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />
<br />O
<br />N
<br />L
<br />Y
<br />CA
<br />R
<br />P
<br />O
<br />O
<br />L
<br />OC
<br />
<br />4
<br />0
<br />5
<br />
<br />G
<br />U
<br />E
<br />S
<br />T
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />
<br />O
<br />N
<br />L
<br />Y
<br />CA
<br />R
<br />P
<br />O
<br />O
<br />L
<br />OC
<br />
<br />4
<br />0
<br />5
<br />
<br />G
<br />U
<br />E
<br />S
<br />T
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />
<br />O
<br />N
<br />L
<br />Y
<br />CA
<br />R
<br />P
<br />O
<br />O
<br />L
<br />OC
<br />
<br />4
<br />0
<br />5
<br />
<br />G
<br />U
<br />E
<br />S
<br />T
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />
<br />O
<br />N
<br />L
<br />Y
<br />CA
<br />R
<br />P
<br />O
<br />O
<br />L
<br />OC
<br />
<br />4
<br />0
<br />5
<br />
<br />G
<br />U
<br />E
<br />S
<br />T
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />
<br />O
<br />N
<br />L
<br />Y
<br />CA
<br />R
<br />P
<br />O
<br />O
<br />L
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />CA
<br />L
<br />
<br />T
<br />R
<br />A
<br />N
<br />S
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />CA
<br />L
<br />
<br />T
<br />R
<br />A
<br />N
<br />S
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />CA
<br />L
<br />
<br />T
<br />R
<br />A
<br />N
<br />S
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />CA
<br />L
<br />
<br />T
<br />R
<br />A
<br />N
<br />S
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />CA
<br />L
<br />
<br />T
<br />R
<br />A
<br />N
<br />S
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />CA
<br />L
<br />
<br />T
<br />R
<br />A
<br />N
<br />S
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />OC
<br />
<br />4
<br />0
<br />5
<br />PA
<br />R
<br />K
<br />I
<br />N
<br />G
<br />ON
<br />L
<br />Y
<br />NO PARKING
<br />NO PARKING
<br />NO
<br />
<br />P
<br />A
<br />R
<br />K
<br />I
<br />N
<br />G
<br />NO
<br />
<br />P
<br />A
<br />R
<br />K
<br />I
<br />N
<br />G
<br />~FG~
<br />~FG~~FG~~FG~~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~AC~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~FG~
<br />~SW~
<br />~SW
<br />~
<br />~SW
<br />~
<br />~SW~
<br />~SW~
<br />~SW~
<br />~SW~~SW~
<br />~S
<br />W
<br />~
<br />~SW~
<br />~SW~
<br />~SW~
<br />~SW~
<br />~S
<br />W
<br />~
<br />~S
<br />W
<br />~
<br />~POND~
<br />~POND~
<br />~POND~
<br />~POND~
<br />UNITED HEALTH GROUP BUILDING
<br />3110 W LAKE CENTER DR
<br />SANTA ANA, CA 92704
<br />OC
<br />
<br />4
<br />0
<br />5
<br />
<br />P
<br />A
<br />R
<br />T
<br />N
<br />E
<br />R
<br />S
<br />
<br />J
<br />O
<br />I
<br />N
<br />
<br />V
<br />E
<br />N
<br />T
<br />U
<br />R
<br />E
<br />
<br />B
<br />U
<br />I
<br />L
<br />D
<br />I
<br />N
<br />G
<br />31
<br />0
<br />0
<br />
<br />W
<br />
<br />L
<br />A
<br />K
<br />E
<br />
<br />C
<br />E
<br />N
<br />T
<br />E
<br />R
<br />
<br />D
<br />R
<br />,
<br />
<br />S
<br />A
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />4
<br />~CONC~~CONC~
<br />~CONC~
<br />~CONC~
<br />~CONC~
<br />~CONC~
<br />~C
<br />O
<br />N
<br />C
<br />~
<br />~C
<br />O
<br />N
<br />C
<br />~
<br />~C
<br />O
<br />N
<br />C
<br />~
<br />~C
<br />O
<br />N
<br />C
<br />~
<br />~C
<br />O
<br />N
<br />C
<br />~
<br />~C
<br />O
<br />N
<br />C
<br />~
<br />~NG~
<br />~NG~
<br />~NG~~NG~~NG~~NG~
<br />~NG~
<br />~SW~
<br />~SW~
<br />~SW~
<br />~SW~
<br />43
<br />4343
<br />434343
<br />43
<br />43
<br />42
<br />41
<br />40
<br />39
<br />38
<br />43
<br />38
<br />37
<br />37
<br />38
<br />39
<br />40 41
<br />42
<br />43
<br />43
<br />3637
<br />36
<br />36
<br />37
<br />37
<br />37
<br />37
<br />37
<br />37
<br />38
<br />3838
<br />38
<br />38
<br />37
<br />37
<br />37
<br />38
<br />37
<br />PARKING
<br />STRUCTURE
<br />PARKING
<br />STRUCTURE
<br />~9.5' HIGH~
<br />PARKING
<br />STRUCTURE
<br />~9.5 HIGH
<br />POND WITH FOUNTAIN FEATURES
<br />CARPOOL CARPOOL
<br />37
<br />37
<br />EL BOX
<br />HEAVILY SHRUBBED
<br />ENTINTY W FABRIC FENCING
<br />CMU WALL
<br />ENCLOSURE
<br />~6' TALL
<br />CMU WALL
<br />ENCLOSURE
<br />~9' TALL
<br />CONC WALL
<br />ENCLOSURE
<br />~5.75' TALL
<br />WV
<br />37.11 RIM
<br />SSMH
<br />37.18 RIM
<br />SDMH
<br />36.96 RIM
<br />WV (2)
<br />37.10 RIM
<br />WV
<br />37.22 RIM
<br />CATCHBASIN
<br />36.95 FL
<br />CATCHBASIN
<br />36.53 FL
<br />SDMH
<br />37.32 RIM
<br />SDMH
<br />37.48 RIM
<br />WV
<br />36.93 RIM
<br />WV
<br />36.77 RIM
<br />SSMH
<br />37.02 RIM
<br />SDMH
<br />36.33 RIM
<br />WV
<br />36.59 RIM
<br />WV
<br />36.35 RIM
<br />WV
<br />36.29 RIM
<br />WV
<br />36.44 RIM
<br />SDMH
<br />36.73 RIM
<br />TELE MH
<br />35.52 RIM
<br />SDMH
<br />35.98 RIM
<br />WV
<br />37.07 RIM
<br />WV
<br />36.21 RIM
<br />SDMH
<br />36.41 RIM
<br />CATCHBASIN
<br />36.12 FL
<br />TRANSFORMER
<br />AND PULLBOX
<br />TRANSFORMER
<br />AND PULLBOX
<br />FH
<br />LP
<br />LP
<br />FH
<br />LP
<br />SIGN
<br />CONC WALL
<br />~3' TALL
<br />UT RISER
<br />OPENING
<br />SIGN
<br />EL SF
<br />EV CHARG
<br />STA (TYP 3)
<br />LP
<br />LP
<br />FH
<br />FH
<br />LP
<br />LP
<br />EL SF
<br />W SF
<br />BFP
<br />FH
<br />WM
<br />BIKE
<br />RACK
<br />SIGN
<br />LP
<br />SIGN
<br />UT VLT
<br />UKN
<br />WM
<br />LP
<br />UT VLT
<br />UKN
<br />WM
<br />LP
<br />METAL
<br />GRATE
<br />EL VLT
<br />SIGN
<br />UT LINE OBSCURED
<br />BY POND (2)
<br />UT LINE OBSCURED
<br />BY POND (2)
<br />UT LINE OBSCURED
<br />BY POND
<br />EL PB
<br />FDCPIV
<br />EL PB
<br />LIGHT
<br />TYP (2)EL SF
<br />W/IRR
<br />VALVE SYS
<br />SIGN
<br />W/IRR
<br />VALVE SYS
<br />W/IRR
<br />VALVE SYS
<br />TRENCH
<br />DRAIN
<br />SIGN
<br />TYP (5)
<br />EL PB
<br />COMM PB
<br />ICV
<br />SIGN
<br />ICV
<br />ICV
<br />ICV
<br />SIGN
<br />ICV
<br />SIGN
<br />PIV
<br />FDCUT OUTLET
<br />TELEPHONE
<br />FEATURE
<br />UT VLT
<br />UKN
<br />SIGN
<br />TYP (4)ICV
<br />ICV (2)
<br />FH
<br />SIGN
<br />ICV
<br />CONC PED
<br />10"Ø
<br />LP
<br />LPSIGN
<br />LP
<br />CONC PED
<br />10"Ø
<br />FIRE EXTINGUISHER
<br />BOL TYP (2)
<br />FIRE EXTINGUISHER
<br />BOL TYP (2)
<br />FIRE HOSE
<br />BOL TYP (2)
<br />FIRE EXTINGUISHER
<br />BOL TYP (2)LP LP
<br />FIRE EXTINGUISHER
<br />BOL TYP (2)
<br />HOSE SF
<br />BOL TYP (4)
<br />EL OUTLET
<br />EL BOX
<br />IRR BOX
<br />EL SF
<br />W RISER
<br />VALVE
<br />EL SF
<br />CONC PED
<br />10"Ø
<br />CONC PED
<br />10"Ø
<br />CONC PED
<br />10"Ø
<br />CONC PED
<br />10"Ø TYP (3)
<br />CONC PED
<br />10"Ø
<br />LP LP
<br />LP WHEELSTOP
<br />CURB
<br />DRAIN
<br />CURB
<br />DRAIN
<br />CURB DRAIN
<br />TYP (2)CURB
<br />DRAIN
<br />CURB DRAIN
<br />TYP (2)
<br />ICV
<br />CURB DRAIN
<br />TYP (2)
<br />CURB
<br />DRAIN
<br />CURB
<br />DRAIN
<br />CURB
<br />DRAIN
<br />CURB
<br />DRAIN
<br />TYP (2)
<br />CURB
<br />DRAIN
<br />CURB
<br />DRAIN
<br />TYP (8)
<br />SMALL PIPE
<br />DRAIN TO POND
<br />(2) TYP
<br />DRAIN TO POND
<br />(2)
<br />DRAIN TO POND
<br />(2)
<br />DRAIN
<br />TO POND
<br />DRAIN
<br />TO POND
<br />DRAIN
<br />TO POND
<br />DRAIN
<br />TO POND
<br />(2)
<br />POND WATER FEATURE
<br />TYP (3)
<br />SDMH
<br />37.12 RIM
<br />SDMH
<br />35.75 RIM
<br />CATCHBASIN
<br />35.20 FLLP
<br />CATCHBASIN
<br />36.59 FL
<br />EL PB
<br />CONC
<br />SCAB-ON
<br />CURB RAMP
<br />SCAB-ON
<br />CURB RAMP
<br />SCAB-ON
<br />CURB RAMP
<br />PARALLEL
<br />CURB RAMP
<br />PARALLEL
<br />CURB RAMP
<br />39.00 TC
<br />38.45 EG
<br />38.33 FL
<br />37.74 TC
<br />37.19 EG
<br />37.07 FL
<br />37.26 TC
<br />37.19 EG
<br />37.40 TC
<br />36.98 FS
<br />37.37 TC
<br />37.37 EG
<br />37.27 FL
<br />37.69 TC
<br />37.36 FS
<br />37.67 EC
<br />37.83 EC
<br />38.03 EC
<br />38.02 EC
<br />37.67 EC
<br />38.22 TC
<br />37.95 FS
<br />37.10 TC
<br />36.78 FS
<br />36.78 TC
<br />36.52 FS
<br />37.19 TC
<br />36.81 FS
<br />38.29 TC
<br />37.86 FS
<br />37.17 TC
<br />36.76 EG
<br />36.68 FL
<br />37.11 TC
<br />36.58 FS
<br />36.94 TC
<br />36.78 FS
<br />37.11 TC
<br />36.87 FS
<br />37.30 TC
<br />36.84 EG
<br />36.78 FL
<br />37.43 TC
<br />36.98 EG/FL
<br />37.90 EC
<br />37.84 EC
<br />37.60 EC
<br />37.47 EC
<br />37.04 EC
<br />LP
<br />GUTTER DRAIN
<br />~33.4 RIM
<br />~32.77 FL
<br />~27.13 INV IN NW
<br />~26.5 INV OUT E
<br />TRENCH DRAIN
<br />CONC PED
<br />10"Ø
<br />CONC PED
<br />10"Ø
<br />FIRE EXTINGUISHER
<br />BOL (2)
<br />RECORD SD MH
<br />~37.3 RIM
<br />~28.2 INV IN N
<br />~27.88 INV IN W
<br />~27.61 INV IN S
<br />~27.1 INV OUT E
<br />64'32'
<br />8'
<br />24'
<br />5.7' WIDE
<br />SIDEWALK
<br />5.4
<br />'
<br />
<br />W
<br />I
<br />D
<br />E
<br />SID
<br />E
<br />W
<br />A
<br />L
<br />K
<br />CL
<br />CL
<br />34+
<br />0
<br />0
<br />GR
<br />E
<br />E
<br />N
<br />V
<br />I
<br />L
<br />L
<br />E
<br />
<br />B
<br />A
<br />N
<br />N
<br />I
<br />N
<br />G
<br />
<br />C
<br />H
<br />A
<br />N
<br />N
<br />E
<br />L
<br />GR
<br />E
<br />E
<br />N
<br />V
<br />I
<br />L
<br />L
<br />E
<br />
<br />B
<br />A
<br />N
<br />N
<br />I
<br />N
<br />G
<br />
<br />C
<br />H
<br />A
<br />N
<br />N
<br />E
<br />L
<br />LOT
<br />
<br />C
<br />TRA
<br />C
<br />T
<br />
<br />N
<br />O
<br />.
<br />
<br />1
<br />1
<br />4
<br />2
<br />1
<br />LO
<br />T
<br />
<br />1
<br />TR
<br />A
<br />C
<br />T
<br />
<br />N
<br />O
<br />.
<br />
<br />1
<br />1
<br />4
<br />2
<br />1
<br />M.
<br />M
<br />.
<br />
<br />5
<br />0
<br />5
<br />/
<br />2
<br />0
<br />-
<br />2
<br />2
<br />P.M.B. 121/14-15 PARCEL 3
<br />EXIS
<br />T
<br />I
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<br />RIG
<br />H
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<br />-
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<br />F
<br />-
<br />W
<br />A
<br />Y
<br />EXI
<br />S
<br />T
<br />I
<br />N
<br />G
<br />RIG
<br />H
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<br />W
<br />A
<br />Y
<br />APN: 414-272-05
<br />3000 WEST MACARTHUR BOULEVARD
<br />(38.39)
<br />FS
<br />(37.80)FS
<br />(37.57)
<br />FS
<br />(37.34)
<br />FS
<br />(36.91)EG
<br />(37.93)
<br />FS
<br />(36.98)TC
<br />36.65 FS
<br />(36.72)TC
<br />36.38 FS
<br />36.34 TC
<br />35.84 FL
<br />(38.12)
<br />FS
<br />BUILDING 3
<br />39.00 FF
<br />38.00 PAD
<br />LA
<br />K
<br />E
<br />
<br />C
<br />E
<br />N
<br />T
<br />E
<br />R
<br />
<br />D
<br />R
<br />(P
<br />R
<br />I
<br />V
<br />A
<br />T
<br />E
<br />)
<br />(38.45)
<br />EG
<br />39.00
<br />FF
<br />39.00 FF
<br />39.00
<br />FF
<br />39.00
<br />FS
<br />39.00
<br />FS
<br />39.00 FF
<br />38.98 FS
<br />39.00
<br />FS
<br />39.00
<br />TS
<br />39.00
<br />FF
<br />39.00 FS
<br />35.00 FS 39.00 FF
<br />35.00 FS
<br />36.21
<br />FS
<br />35.15 FL
<br />1.
<br />6
<br />%
<br />4%
<br />38.53 TC
<br />37.86 FS
<br />(37.63)FS
<br />37.30 FG
<br />1.
<br />5
<br />%
<br />38.81 TC
<br />38.31 FS
<br />38.82 TC
<br />38.32 FS
<br />1.
<br />5
<br />%
<br />38.08 FS
<br />38.34
<br />FS/TC
<br />38.35
<br />FS/TC
<br />1.5%
<br />3.8%
<br />2.
<br />3
<br />%
<br />36.00 TC
<br />35.50 FL
<br />37.39 FS
<br />35.24 TC
<br />34.74 FL
<br />35.24 TC
<br />34.74 FL
<br />38.74 TC
<br />38.07 FS
<br />38.72 TC
<br />38.22 FS
<br />R R
<br />R
<br />0.6%
<br />0.8%
<br />12
<br />12
<br />12
<br />4
<br />4
<br />4
<br />7
<br />6
<br />5
<br />5
<br />5
<br />9
<br />9
<br />9
<br />9
<br />9
<br />9
<br />9
<br />9
<br />5
<br />5
<br />55
<br />5
<br />5
<br />5
<br />5
<br />5
<br />9
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3.
<br />0
<br />%
<br />36.52 TC
<br />36.02 FS
<br />10
<br />10
<br />1.5%
<br />1.5%
<br />37.98 TC
<br />37.48 TC/FS
<br />39.00
<br />FF
<br />4%
<br />38.79 TC
<br />38.29 FS
<br />(37.31)FS
<br />10
<br />7
<br />22
<br />10
<br />(34.77)FG
<br />36.00 TC
<br />35.50 FL
<br />35.06 FS
<br />38.93 FS
<br />36.70 TC
<br />36.20 FS
<br />38.93
<br />FS
<br />36.21
<br />FS
<br />37.54 FS
<br />37.59 FS
<br />38.95 FS
<br />36.52 FS
<br />38.67
<br />FS
<br />38.67
<br />FS
<br />38.43 FS
<br />37.64 FS
<br />(37.75)FS
<br />4.
<br />5
<br />%
<br />38.05
<br />FS
<br />4.3%
<br />2.6%
<br />38.97 FS38.93 FS
<br />1.
<br />1
<br />%
<br />1%
<br />38.85 FS/TC
<br />38.35 FS 39.00 FS
<br />38.85 FS
<br />1.5%
<br />1.
<br />5
<br />%
<br />38.08 FS
<br />R
<br />38.85 TC
<br />38.35 FS
<br />38.09 FS
<br />1.4%39.00 FS
<br />35.00 FS
<br />35.15 FS
<br />39.00
<br />FF
<br />39.00
<br />FF
<br />39.00 FS
<br />36.56 FS
<br />1.5
<br />%
<br />115 RISERS @ 5 1 2" EACH
<br />12" TREAD
<br />117 RISERS @ 6 1 2" EACH
<br />12" TREAD
<br />35.65 TC
<br />35.15 FL
<br />35.73 TC
<br />35.23 FS
<br />35.73 TC
<br />35.23 FL
<br />36.05 TC
<br />35.55 FL 34.87
<br />FL
<br />37.89 TC
<br />37.39 FS
<br />38.20 TC
<br />37.70 TC/FS
<br />35.51 TC
<br />35.01 FL 2.5%
<br />1.
<br />5
<br />%
<br />4%
<br />1.
<br />5
<br />%
<br />1.
<br />5
<br />%
<br />7%
<br />38.12 TC
<br />37.62 FS
<br />35.84 TC
<br />35.34 FL
<br />35.68 FS
<br />1.5%
<br />2.9
<br />%
<br />3.6%
<br />36.52 TC
<br />36.02 FL
<br />36.46 TC
<br />35.96 FL
<br />4.0%
<br />35.45 TC
<br />34.95 FL
<br />35.49 TC
<br />34.99 FL
<br />36.25 TC
<br />35.75 FL 35.24 TC
<br />34.74 FL
<br />35.58 TC
<br />35.08 FL
<br />0.8%
<br />(37.18)TC
<br />(37.81)FL
<br />(37.93)FS
<br />37.24
<br />FL
<br />36.88 FL
<br />(36.69)EG
<br />37.34 FL
<br />38.79 TC
<br />38.29 FS
<br />38.47 TC
<br />37.80 FS
<br />38.76 TC
<br />38.09 FS
<br />1.5%
<br />1.
<br />7
<br />%
<br />6%
<br />0.
<br />4
<br />%
<br />1.5%
<br />1.5%
<br />35
<br />.
<br />4
<br />8
<br />
<br />F
<br />G
<br />-
<br />T
<br />O
<br />P
<br />34
<br />.
<br />9
<br />8
<br />
<br />F
<br />G
<br />-
<br />B
<br />O
<br />T
<br />6 35.13 FG-TOP
<br />34.63 FG-BOT
<br />6 35.13 FG-TOP
<br />34.63 FG-BOT
<br />35.65 TC
<br />35.15 FL
<br />635.53 FG-TOP
<br />35.03 FG-BOT
<br />6 34.72 FG-TOP
<br />34.22 FG-BOT
<br />6 34.72 FG-TOP
<br />34.22 FG-BOT
<br />6 34.72 FG-TOP
<br />34.22 FG-BOT
<br />6 34.72 FG-TOP
<br />34.22 FG-BOT634.72 FG-TOP
<br />34.22 FG-BOT
<br />6 36.45 FG-TOP
<br />35.95 FG-BOT
<br />(35.37)FG
<br />(35.27)FG (35.42)FG (35.21)FG (35.12)FG
<br />(34.35)FG (34.52)FG
<br />(35.50)FG
<br />1
<br />1
<br />2
<br />2
<br />2
<br />2
<br />2 2 2 2 2
<br />22
<br />22
<br />2
<br />2
<br />2
<br />3
<br />37.55
<br />FL
<br />R
<br />2
<br />2
<br />2
<br />2
<br />10
<br />44
<br />12
<br />12
<br />12
<br />5
<br />5
<br />38.44 TC
<br />37.94 FL
<br />1.9
<br />%
<br />7
<br />38.84 TC
<br />38.34 FS
<br />7.
<br />7
<br />%
<br />7.
<br />7
<br />%
<br />38.93 TC
<br />38.43 FS
<br />38.93 FS/TC
<br />38.94 TC
<br />38.44 FS
<br />38.94 FS/TC
<br />38.35
<br />FS/TC
<br />7
<br />1.4%
<br />36.70 TC
<br />36.20 FS/TC
<br />36.70 FS/TC
<br />36.20 FS
<br />36.11 FS
<br />1.
<br />5
<br />%
<br />7.
<br />1
<br />%
<br />1.
<br />3
<br />%
<br />36.71 FS
<br />36.67 FS
<br />2.3
<br />%
<br />1.4%
<br />35.82 TC
<br />35.32 FS
<br />35.82 TC
<br />35.32 FS36.64 TC
<br />36.14 FS
<br />36.71 TC
<br />36.21 FS
<br />37.54 TC
<br />37.04 FS
<br />37.14 TC
<br />36.64 FS
<br />37.44 TC
<br />36.94 FS
<br />36.78 TC
<br />36.28 FS
<br />36.85 TC
<br />36.35 FS
<br />36.05 TC
<br />35.55 FS
<br />37.60 TC
<br />37.10 FS
<br />1.5%3.5%
<br />38.72 TC
<br />38.22 FS
<br />38.82 TC
<br />38.32 FS
<br />3.1%
<br />36.88 TC
<br />36.38 FL
<br />(36.48)EG
<br />36.96
<br />FS
<br />38.78 TC
<br />38.28 FS
<br />3.6%1.5%
<br />37.11
<br />FS
<br />37.15
<br />FS
<br />CL
<br />EX
<br />I
<br />S
<br />T
<br />I
<br />N
<br />G
<br />
<br />R
<br />.
<br />O
<br />.
<br />W
<br />.
<br />EXIS
<br />T
<br />I
<br />N
<br />G
<br />
<br />R
<br />.
<br />O
<br />.
<br />W
<br />.
<br />EXIS
<br />T
<br />I
<br />N
<br />G
<br />
<br />P
<br />L
<br />EXIS
<br />T
<br />I
<br />N
<br />G
<br />
<br />P
<br />L
<br />EX
<br />I
<br />S
<br />T
<br />I
<br />N
<br />G
<br />PL
<br />EX
<br />I
<br />S
<br />T
<br />I
<br />N
<br />G
<br />PL
<br />EXISTING
<br />R.O.W.
<br />EXISTING
<br />PL
<br />EX
<br />I
<br />S
<br />T
<br />I
<br />N
<br />G
<br />
<br />P
<br />L
<br />EX
<br />I
<br />S
<br />T
<br />I
<br />N
<br />G
<br />
<br />P
<br />L
<br />.
<br />EXISTING PLEXISTING PL
<br />32'
<br />LO
<br />T
<br />
<br />1
<br />TR
<br />A
<br />C
<br />T
<br />
<br />N
<br />O
<br />.
<br />
<br />1
<br />1
<br />4
<br />2
<br />1
<br />M.
<br />M
<br />.
<br />
<br />5
<br />0
<br />5
<br />/
<br />2
<br />0
<br />-
<br />2
<br />2
<br />(N
<br />.
<br />A
<br />.
<br />P
<br />.
<br />)
<br />2
<br />(38.05)TC
<br />(37.74)FS/EG
<br />4%
<br />0.
<br />2
<br />5
<br />%
<br />37.71 FL
<br />0.
<br />8
<br />%
<br />4.3%
<br />9
<br />5
<br />(37.51)FG
<br />(36.31)FS/EG(36.28)FL
<br />38.57 FS
<br />39.00 FG
<br />1.4%
<br />2.
<br />6
<br />%
<br />2.1%
<br />2.1%
<br />(36.49)FS/EG
<br />36.46 FL
<br />(36.15)FL
<br />38.63
<br />FS
<br />39.00 FG
<br />1.5%7.5%
<br />1.4%
<br />39.00 FG
<br />38.84 FS
<br />2.2%
<br />(36.67)FS/EG
<br />36.64
<br />FL
<br />(36.99)FS/EG
<br />36.96 FL
<br />38.80 TC
<br />38.30 FS
<br />3.0%
<br />(34.42)FG
<br />(34.48)FG
<br />(35.04)FG
<br />(34.64)FG(34.81)FG(34.94)FG
<br />25
<br />25
<br />25
<br />37.06
<br />FS
<br />1635.13 TG
<br />TYP. FOR 3
<br />16 34.72 TG
<br />TYP. FOR 3
<br />1636.45 TG
<br />TYP. FOR 5
<br />36.53 TC
<br />36.03 FS
<br />37.76
<br />FS
<br />37.66
<br />FS
<br />37.59
<br />FS
<br />37.39
<br />FS
<br />37.33
<br />FS 37.34
<br />FS
<br />37.54 FS
<br />13
<br />13
<br />13
<br />13
<br />13
<br />13
<br />14
<br />14 14
<br />14
<br />14
<br />14
<br />14
<br />14
<br />14
<br />14
<br />14
<br />13
<br />13 13
<br />13
<br />13
<br />18
<br />18
<br />18
<br />18
<br />18
<br />1818
<br />38.09 FS
<br />EXISTING PROPERTY LINE TO BE REMOVED
<br />PER LOT MERGER NO. 2024-04
<br />CL
<br />N.A.P.N.A.P.
<br />34+
<br />0
<br />0
<br />(E)SSMH
<br />(37.18)RIM
<br />LOT
<br />
<br />C
<br />TRA
<br />C
<br />T
<br />
<br />N
<br />O
<br />.
<br />
<br />1
<br />1
<br />4
<br />2
<br />1
<br />32'
<br />32'
<br />23.6
<br />2
<br />'
<br />EXI
<br />S
<br />T
<br />I
<br />N
<br />G
<br />
<br />R
<br />.
<br />O
<br />.
<br />W
<br />.
<br />P.M.B. 121/14-15 PARCEL 3
<br />1.1%
<br />1.1%
<br />34.80 FL
<br />0.
<br />2
<br />5
<br />%
<br />0.
<br />2
<br />5
<br />%
<br />35.35 TC
<br />34.85 FL
<br />0.7%
<br />0.
<br />7
<br />%
<br />38.92 TC
<br />38.42 FS
<br />38.72 TC
<br />38.22 FS
<br />38.70 TC
<br />38.20 FS
<br />5%
<br />1.5
<br />%
<br />37
<br />.
<br />6
<br />7
<br />
<br />F
<br />L
<br />28 36.54 TG
<br />35.48 TG
<br />TYP. FOR 2
<br />16 34.72 TG
<br />TYP. FOR 3
<br />29TYP.
<br />29 TYP.
<br />29 TYP.
<br />29TYP.
<br />10 10
<br />(37.23)TC/FL
<br />(37.83)FS
<br />1.5%
<br />37.82
<br />FS
<br />37.89
<br />FS
<br />38
<br />38
<br />38
<br />38
<br />36
<br />36
<br />36
<br />36
<br />37
<br />36
<br />37
<br />36
<br />36
<br />36
<br />35
<br />35
<br />35
<br />35
<br />36
<br />37
<br />38
<br />38
<br />37
<br />38
<br />38 37
<br />37
<br />38
<br />37
<br />38
<br />(37.21)TC/FL
<br />3.7
<br />%
<br />(37.54)
<br />FS
<br />(37.54)
<br />FS
<br />(37.77)FS
<br />3137.91 TG
<br />37.22 INV
<br />0.6
<br />%
<br />39.00 FS
<br />38.81 TC/FG
<br />38.31 FS
<br />38.35 FG
<br />38.62 FS 0.8%
<br />37.97
<br />FG
<br />0.9%
<br />38.79 EG
<br />38.66 FL
<br />38.11 EG
<br />37.98 FL 1.3
<br />%
<br />2%
<br />3137.70 EG
<br />37.67 TG
<br />36.98 INV
<br />39.29 FG
<br />38.13 EG
<br />38.00 FL
<br />38.34
<br />FS
<br />2%
<br />38.46
<br />FS/FG
<br />3.9
<br />%
<br />2.3%
<br />R
<br />38.10
<br />FG
<br />2.9%
<br />32
<br />38.10 FG 38.04 FG
<br />38.08 FG 38.52
<br />FS/FG
<br />38
<br />38
<br />3838
<br />39
<br />38
<br />38
<br />37
<br />37
<br />37
<br />38
<br />37
<br />27
<br />33 TYP.
<br />33TYP.
<br />33TYP.
<br />STA 33+14.55
<br />38.62 TC
<br />37.95 FL
<br />STA 34+82.52
<br />(37.77)TC
<br />(37.27)FL
<br />19.62'
<br />STA 34+59.93
<br />(37.63)TC
<br />(37.13)FL
<br />38.95 FS/TS
<br />36.62 FS
<br />GB 35.09 FS
<br />34.92 RIM 34.92 RIM
<br />34.92 RIM
<br />34.92 RIM 2%2%
<br />1.
<br />5
<br />%
<br />2.
<br />3
<br />%
<br />2.
<br />6
<br />%
<br />PROPOSED 20' SD EASEMENT
<br />PROPOSED 20' SD EASEMENT
<br />EXISTING
<br /> SCE EASEMENT
<br />EXISTING PUBLIC UTILITY
<br />EASEMENT
<br />EXISTING SCE EASEMENT
<br />EXISTING SCE
<br />EASEMENT
<br />EXISTING INGRESS/EGRESS BLDG
<br />ENCROACHMENT EASMENT
<br />EXISTING INGRESS/EGRESS BLDG
<br />ENCROACHMENT EASMENT
<br />EXISTING INGRESS/EGRESS BLDG
<br />ENCROACHMENT EASMENT
<br />EXISTING PUBLIC UTILITY, SD,
<br />INGRESS/EGRESS FOR
<br />EMERGENCY VEH EASEMENT
<br />EXISTING PUBLIC UTILITY, SD,
<br />INGRESS/EGRESS FOR
<br />EMERGENCY VEH EASEMENT
<br />EXISTING PUBLIC UTILITY, SD, INGRESS/EGRESS
<br />FOR EMERGENCY VEH EASEMENT
<br />EXISTING PUBLIC UTILITY, SD,
<br />INGRESS/EGRESS FOR
<br />EMERGENCY VEH EASEMENT
<br />PROPOSED 20' SD EASEMENT
<br />PROPOSED 20' SD EASEMENT
<br />1 SEE OFFSITE PLANS FOR WORK IN THE
<br />PUBLIC RIGHT-OF-WAY.
<br />2 INSTALL LIGHT-DUTY AC PAVEMENT
<br />PER DETAIL 2, SHEET C-3.3.
<br />3 INSTALL PEDESTRIAN PCC PAVEMENT
<br />PER DETAIL 5, SHEET C-3.3.
<br />4 INSTALL LOADING AREA PCC
<br />PAVEMENT PER DETAIL 4, SHEET C-3.3.
<br />5 CONSTRUCT PCC CURB PER DETAIL 1,
<br />SHEET C-3.3.
<br />6 INSTALL BIORETENTION BASIN WITH
<br />CATCH BASIN AND UNDERDRAIN PER
<br />DETAIL 1, SHEET C-6.1.
<br />7 CONSTRUCT CASE B, TYPE 1 CURB
<br />RAMP PER SPPWC STANDARD PLAN
<br />111-5, SHEET C-3.4.
<br /> 8 SEE BUILDING PLANS FOR RAMP
<br />DETAILS.
<br /> 9 CONSTRUCT CURB AND GUTTER PER
<br />DETAIL 1, SHEET C-3.3. INCLUDE CURB
<br />CUTS (OPENINGS) 18" WIDE, SPACED
<br />EVENLY, IMMEDIATELY ADJACENT TO
<br />THE BMPS PER DETAIL 6, SHEET C-3.3.
<br />NUMBER OF CURB CUTS PER TABLE A
<br />IN DETAIL 1, SHEET C-6.1.
<br /> 10 CONSTRUCT CONCRETE RIBBON
<br />GUTTER PER DETAIL 7, SHEET C-3.3.
<br />11 SEE BUILDING PLANS FOR STAIR
<br />DETAILS.
<br />12 INSTALL MEDIUM-DUTY AC PAVEMENT
<br />PER DETAIL 3, SHEET C-3.3.
<br />13 LIMIT OF DEMOLITION. SEE
<br />DEMOLITION PLANS FOR ADDITIONAL
<br />INFORMATION.
<br />14 LIMITS OF REMEDIAL REMOVAL.
<br />CONTRACTOR SHALL COMPLY WITH
<br />RECOMMENDATIONS IN THE
<br />GEOTECHNICAL DESIGN REPORT BY
<br />NMG GEOTECHNICAL, DATED 4/18/2024,
<br />AND ALL ADDENDA. EXISTING SOIL
<br />SHALL BE REMOVED TO A MINIMUM
<br />DEPTH OF 7' BELOW PAD ELEVATION
<br />FOR THE PROPOSED BUILDING AREAS.
<br />THE LATERAL LIMITS OF THE 7'
<br />REMOVAL SHALL EXTEND A MINIMUM
<br />OF 5' BEYOND THE BUILDING
<br />FOOTPRINT. EXISTING SOIL IN AREAS
<br />OUTSIDE THE BUILDINGS SHALL BE
<br />REMOVED TO A MINIMUM DEPTH OF 3'
<br />BELOW SUBGRADE (BOTTOM OF
<br />PAVEMENT SECTION).
<br />15 CONSTRUCT BIORETENTION BASIN
<br />WITH CULVERT PER DETAIL 1, SHEET
<br />C-6.1.
<br />16 INSTALL BROOKS 2424 CATCH BASIN IN
<br />BMP PER DETAIL 1, SHEET C-6.1.
<br />17 INSTALL TRUNCATED DOMES PER
<br />DETAIL 10, SHEET C-3.3.
<br />18 SEE ARCHITECTURAL PLANS FOR SITE
<br />DETAILS.
<br />19 INSTALL CONCRETE CHANNEL PER
<br />DETAIL 9, SHEET C-3.3.
<br />20 INSTALL PARKWAY CULVERT PER
<br />OFFSITE PLANS.
<br />21 CONSTRUCT CASE A, TYPE 1 CURB
<br />RAMP PER SPPWC STANDARD PLAN
<br />111-5, SHEET C-3.4.
<br />22 CONSTRUCT CASE D, TYPE 1 CURB
<br />RAMP PER SPPWC STANDARD PLAN
<br />111-5, SHEET C-3.4.
<br />23 INSTALL CONCRETE CHANNEL
<br />WITHOUT CULVERT PER DETAIL 13,
<br />SHEET C-3.3.
<br />24 CONSTRUCT RAMP PER DETAIL 8,
<br />SHEET C-3.3.
<br />25 ROOF DRAIN POINT OF CONNECTION.
<br />SEE UTILITY PLAN FOR MORE
<br />INFORMATION.
<br />26 INSTALL PARKWAY CULVERT TYPE 'A'
<br />PER CITY OF SANTA ANA STANDARD
<br />PLAN NO. 318. USE INLET TYPE II ON
<br />BOTH SIDES OF CULVERT. S=4'.
<br />27 CONSTRUCT PCC GUTTER AT
<br />PROPERTY LINE PER DETAIL 12, SHEET
<br />C-3.3.
<br />28 INSTALL BROOKS 2424 CATCH BASIN
<br />PER DETAIL 2, SHEET C-4.2.
<br />29 GRAVEL LAYER PER DETAIL 1, SHEET
<br />C-6.1.
<br />30 INSTALL BMP CURB PER DETAIL 11,
<br />SHEET C-3.3.
<br />31 INSTALL 12" SQUARE NDS CATCH BASIN
<br />PER DETAIL ON SHEET C-3.4.
<br />32 ACCENT WALL AND LANDSCAPE BERM
<br />PER LANDSCAPE ARCHITECT.
<br />33 ROCK LAYER PER DETAIL 1, SHEET
<br />C-6.1.
<br />CONSTRUCTION NOTES
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<br />a California general partnership
<br />3315 Fairview Road
<br />Costa Mesa, California 92626
<br />C.J.Segerstrom & Sons
<br />PROJECT TITLE
<br />SOUTH COAST
<br />TECHNOLOGY
<br />CENTER
<br />BUILDING #2 - 3120 Lake Center Drive
<br />BUILDING #3 - 3100 Lake Center Drive
<br />Santa Ana, California 92704
<br />APN: 414-272-09, 414-272-10
<br />Shell Building Only
<br />PLOT DATE:4/9/2025
<br />C-3.2
<br />SHEET 8 OF 21
<br />1" = 20'
<br />2001020
<br />1.SEE BUILDING PLANS FOR ADDITIONAL SITE DETAILS,
<br />INCLUDING, BUT NOT LIMITED TO, SITE ELEMENTS,
<br />BOLLARDS, GATES, BIKE RACKS, STAIRS AND RAILS,
<br />FENCING, CARD READERS, AND LANDSCAPE.
<br />2.ALL WORK SHALL BE IN ACCORDANCE WITH THE
<br />GEOTECHNICAL DESIGN REPORT BY NMG
<br />GEOTECHNICAL, DATED 4/18/2024, AND ALL ADDENDA.
<br />GENERAL NOTES KH
<br />JM
<br />9/6/2024
<br />LEGEND:
<br />BMP AREA
<br />LIGHT ASPHALT (DETAIL 2, C-3.3)
<br />MEDIUM ASPHALT (DETAIL 3, C-3.3)
<br />LOADING AREA CONCRETE (DETAIL 4, C-3.3)
<br />EXISTING PROPERTY LINE/RIGHT OF WAY LINE TO REMAIN
<br />EXISTING PROPERTY LINE TO BE REMOVED PER VLM NO. 2024-04
<br />CENTERLINE
<br />LANDSCAPING
<br />OWNER/ APPLICANT:
<br />CONSULTANT:
<br />PROFESSIONAL SEAL:
<br />PROJECT TITLE
<br />SOUTH COAST
<br />TECHNOLOGY
<br />CENTER
<br />BUILDING #2 - 3120 Lake Center Drive
<br />BUILDING #3 - 3100 Lake Center Drive
<br />Santa Ana, California 92704
<br />APN: 414-272-09, 414-272-10
<br />Shell Building Only
<br />04/09/2025
<br />Behrooz Sarlak 4/22/2025
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